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    Simplified Approach for Pile and Foundation Interaction Analysis

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author:
    Keming Sun
    ,
    Jose A. Pires
    DOI: 10.1061/(ASCE)0733-9410(1993)119:9(1462)
    Publisher: American Society of Civil Engineers
    Abstract: A simple approach is described for the analysis of soil‐pile interactions under static and dynamic lateral loadings. The method uses variational calculus to obtain the governing differential equations of motion for the soil‐pile system under a harmonic concentrated load at the pile head with intensity
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      Simplified Approach for Pile and Foundation Interaction Analysis

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/21323
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    • Journal of Geotechnical Engineering

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    contributor authorKeming Sun
    contributor authorJose A. Pires
    date accessioned2017-05-08T20:37:02Z
    date available2017-05-08T20:37:02Z
    date copyrightSeptember 1993
    date issued1993
    identifier other%28asce%290733-9410%281993%29119%3A9%281462%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21323
    description abstractA simple approach is described for the analysis of soil‐pile interactions under static and dynamic lateral loadings. The method uses variational calculus to obtain the governing differential equations of motion for the soil‐pile system under a harmonic concentrated load at the pile head with intensity
    publisherAmerican Society of Civil Engineers
    titleSimplified Approach for Pile and Foundation Interaction Analysis
    typeJournal Paper
    journal volume119
    journal issue9
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1993)119:9(1462)
    treeJournal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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